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O-46-75 I; , I I ¡ ORDINANCE No.1~ ~ ~ AI\I ORDINANCE PROVIDING FOR TEE CONSTRUCTION AND EQUIPMENT AND INSPECTION OF BUILDINGS IN Tim CITY OF CLERMONT AND TO BE KNOWN AS THE BUILDING CODE OF TEE CI'l'Y OF CLERMONT: PROVIDING OTHER MATTERS RELATING THERETO:' PROVIDING FOR PENALTIES FOR THE VIOLATION OF TH1IIIB (!)R])INANCE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLERMONT: That for the purpose of providing regulations governing building and plumbing and electrical work in the City of Clermont and for the benefit of public property, health and safety, this Ordinance shall become effective immediately upon its passage and its being signed by the President of the City Council and upon approval by the Mayor. The City Council of the City of Clermont shall immediately thereafter cause public notice to be made advising the general public of the passage of this building code and shall provide copies for the general public at a fee to cover the actual cost of preparing the copies. BUILDING CODE City of Clermont, Florida. SECTION A: GENERAL PROVIS IONS 1. Before any new construction or repair or remodeling work is started in the City or Clermont a permit must be procured from the City Council of the City of Clermont in accordance with Ordinance No. 49 of the City of Clermont, ....'....'......',... <., >~ . . the same being an Ordinance providing for the manner of applying for and obtaining Building Permits in the City of Clermont. When required by the Building Inspector and/or the City Council of the City of Clermont, plans and specifications must be furnished showing the proposed work in detail and these '11 e~npo~d o~ ~BSSe~eU pe~epIsUo~ e~B ~e~ . "UOI~~~~SUO~ Meu lIB o~ ~lddB lleqs pUB UOI~~~~SUOO JO p~BpUB~S m~UIW e epIAo~d ule~eq peUIB~UOO s~Ueme~lnbe~ e~ "I SONla'Ufla M:!IN ~oJ . T S~N~SHIflbSH NDI~OflH~SNOO WflNINIW :a NOI~O~S "eAoqBU1e~eq 1 qdeJSe~ad U1 q~~oJ ~es se 'peg~'Bq~ eq llaqs eeJ emes eq~ pUB '~lm~ed gU1Pl1nq a sa ~euutJtll emes eq~ ul peU1e~qo eq l1eqs ~lmded laol~~o91e e~ "~~eJJe pUB 90~OJ IlnJ UI MOU ~uom~el0 JO ~~10 I~ It eq~ UI ~~OM te~I~~oele gU1u~eAog se~U'BUIP~O ~eq~o ~O ~uom~atO JO ~~10 eq~ JO epoo teol~~oet~ eq~ q~IM eOUBp~oo~e ul euop eq ttBqS ~~OM tB~I~~~et9 tlV "pe~~'B~s sl ~~OM le~I~~091e ~U'B e~oJeq peU1'B~qo eq ~snm ~1~ed IB~I~~Oete uv "£ "eAoqaule~eq t qde~~'B~ad ul q~~OJ ~es sa p9g~aq~ eq ttaqs eeJ emas eq~ pua '~lm~ed gU1Ptlnq a SB ~eUU'Bm emas eq~ UI peuIB~qo eq tteqs ~1~ed gU1qmntd V ·~~eJJe PUB eo~oJ ItnJ UI MOU ~uom~etO JO ~~10 eq~ JO se~uBuIP~o ~eq~o ~o ~uo~eto JO ~~10 eq~ JO epoo gU1qwntã eq~ q~IM e~uBp~oOOB U1 QUOP eq ttaqs ~uom~QtO JO ~HO Qq~ U1 pem~oJ~ed ~~o^' gUlqmntd ttV "n~ed e ~noq~IM un~ eq Âam sedld ~e~BM "pe~~e~s SI ~~OM gUIQmntd ~ua 9~oJeQ p9ule~Qo eQ ~snm ~lm~ed gU1Qmnld V "3 "p9pnl~U1 eQ ~ou pe9u ~SOO ~U10UBUIJ PUB se9J Is~o9~lqo~a ~nq 'qof 9~eldmoo eq~ ~OJ ~oqet pUB taI~e~am 11'11 JO enl'BA eq~ epnl~U1 ttBqS entBA pe~el~ep e~ .·~lm~eã gU1PIIna eq~ ~oJ UOI~BOI1ddB eq~ Âuedmoooa ~snm enlBA pe~Bloep JO Joedeq~ UOI~OB~J ~o ØO·009$ qoee ~oJ 00"1$ JO eg~Bqo ~lm~ed '11 pua peqsludnJ eQ ~snm euop eq o~ ~~OM eq~ JO enlaA pe~amI~se e~ "tlounoO Â~10 PIBS eq~ JO ee~~lmmoo gU1Pl1na pUB e~lä eq~ ~o ~uom~el0 JO Â~10 eq~ JO 11ounoo Â~IO eq~ ~o/pue ~o~~edsur gU1Pl1na eq~ ~q peAo~dde eQ ~snm sueld I, '<' . . 4 well-constructed dwelling. Since these requirements are essentially minimum, they are not to be built down to but form a basis from which to build up. 2. When special or unforeseen conditions such as water conditions in excavation arise during construction, which require additional precautions, the Building inspector may require extra work necessary to correct these conditions. 3. The requirements contained herein apply only to conventional types of construction. Plans and specifications c calling for methods of construction at variance with, but equal to these Minimum Construction Requirements must be approved by the Building inspector, and it is preferred that they be prepared by a competent architect. 4. The substitution of materials equal to or better than those called for in these requirements or in the specifi- cations will be permitted when the intent and objectives of these requirements are attained by such substitution. 5. Dwellings of special types, such as prefabricated . houses, will be treated as special cases and each individual building will be considered on its own merits. SECTION C: EXCAVATION 1. Excavation for all foundations shall extend to . solid ground. If, upon excavation, other than solid ground is encountered, the footings shall be redesigned and details of same shall be 'submitted to the Building inspector for approval. 2. Depth of excavation for trench walls and piers shall be to solid ground, but in no case less than 8 inches. 3. All debris, such as stumps, roots, vegetation and wood scraps occurring within the building area shall be removed. The ground level in unexcavated portions shall be at least 2 feet from the bottom of floor joists and girders. 4. Rough and finished grading shall be brought to levels shown on the approved drawings. Finish grade shall slope '~ueme~ PU'Bl~~od ~~ad I-~~O& ~osam ~eq~o 11'11 ~Oä (q) ·peppB eq Âam emnloA Âq ~uemeo eq~ ~o ~uao~ed 91 UBq~ e~om ~ou o~ IBnbe emI~ ·emntOA Âq puas s~~Bd £ '~uemeo pUel~~od ~~Bd l--epa~g MOleq ~uosam tla_~oä (a) :sMoItOJ sa eq l1aqs e~n~r¡m ~a~~ow ·9 4IIÞ- ·puas s~~'Bd '8 pua ~uemeo pual~~od ~~ad 1 9q Ilaqs 'qslU1J leJS9~U1 ~oJ ~da~xe 'gU1ddo~--·qslU1J ~oOld ·9 ·eJn~a~edme~ pe~lnbe~ eAoqa eq~ gU1ule~U1am JO naIL U1 pesn eq ~ou lleqs spunodmoo te~e~uI ·~es Âlq:iJno~oq~ saq e~e~ouoo 11~un ~ulzee~J eAoqu e~n~a~edm9~ e ~e peula~ulam eq llu{s pUa '~leque~qaä see~ep 031 uaq~ e~om ~ou ~nq '~leque~ä see~ep o? ~sael ~e JO e~n~a~edme~ e eAaq Ituqs SU1~nd ¡O emJ~ eq~ ~a r¡m e~e~~uoo eq~ ~eq~eeM gUlzee~J uI .? - . ·sÂap £ ~seel ~a ~OJ ~eM ~de~ eq lleqs e~e~ouo~ eq~ '~aq~eeM ~ pua ~oq Âleme~~xe uI .£ ·peÂe~ eq lleqs s~ulof leol~~eA ·~nod eq~ gU1nU1~uoo e~o¡eq P9~~~. pue pe~oos 'peuaeto eq ttuqs ~nod snolAe~d eq~ ¡O e~aJJns do~ eq~ 'uol~a~ado euo ul pe~nod ~ou sl 9~e~oUO~ ue~ ·8 ·sgul~ooä-a ~epun pe~lnbe~ uaq~ ~eg~at %91 eq Iteqs sezls gU1~oOJ 11'11 'pesn 81 teAa~g ~o eUo~s peqs~o OU ue~ :e~oN ·pesn eq ~snm auo~s peqsn~~ ~o leAe~g e~eqM t~qSleq U1 sel~o~s '8 uaq~ e~om ¡O gU1Pl1nq ~O¡ gU1~ooJ ~O¡ ~deoxe 'puas uael~ d~eqs s~~ed £ uaq~ e~om ~ou pua ~ueme~ puet~~od ~~ad 1 JO e~n~r¡m a JO epBm eq Âam 9~e~~uoo pe~nod 'eIqal1~Aa ~ou e~a euo~s peqsn~o ~o teAaJS ue~(e) ·~e~~am uale~O¡ ~eq~o pUB ~ot mO~J eeJJ pua uaeto eq llaqs slel~e~am tlY (p) ·~uemeo JO Saq ~ed ~e~aM JO 8UOITBg ¿ ueq~ e~om ~OU eq Itaqs ~ue~uoo ~e~eM (~) ·9UO~S peqs~o ~o teAe~g s~~ad V 'puus s~~ad 8 '~ueme~ þual~~od ~~ad l--e~e~ouoo P90~oJUle~ ~Oð (q) ·euo~s p9qsn~o ~o 194aJS s~~ad 9 'puas s~~ad £ '~uemeo puat~~od ~~ad t--e~e~~uo~ uletd ~OJ (a) :S&0110J sa eq tleqs e~n~X1m e~e~ouoo pe~noã ·1 la~eu9Ð ., . AHNOSVW :a NOI~O~S ·gU1Punq eq~ mo~¡ ~'BMe ~a~eM eq~ U1a~p o~ .. 1 part lime putty, 5 parts sand by volume; or a prepared mortar mixed and used according to manufacturer's directions. 1. Retempering of mortar will not be permitted. 8. Joints between masonry units shall be not over 3/4 inch thick. In walls built of 'solid masonry units, all joints shall be filled solid. When hollow units are used, the units shall be laid with no through mortar joints. All joints shall be pointed solid with mortar on both sides of the wall. All outside and exposed inside joints shall be weathered or tooled unless approved otherwise by the Building Inspector. 9. Materials for masonry walls shall be hard-burned brick, stone, poured concrete, thoroughly cured concrete units., or hard-burned load-bearing structural clay tile. The use of other masonry materials, including masonry veneer materials less than 4 inches thick, less hard-burned brick, second-hand brick, and less hard-burned load-bearing structural clay tile shall be approved by the Building Inspector. 10. Forms.-- All forms for concrete shall be tight, straight, and plumb and shall be rigidly braced to properly support the concrete until set. Forms shall not be placed on concrete until sufficient strength has developed to support such loads. a .. 11. Reinforcing.--The reinforcing for concrete shall be mild steel, new billet or rerolled deformed bars which meet the recommendations of 'the American Society for Testing Materials, placed in correct position and wired so that displacement will not occur When concrete is poured. Reinforcing shall be bent around all corners and lapped not less than 30 diameters. Laps shall be securely wired. B. Footings. 1. All footings shall bear on undisturbed soil and be designed to distribute sufficiently the superimposed load to the particular type of soil upon which they bear. 2. Where soil conditions prevent sharp-cut trenches for footings, side forms shall be used. ·~o~~edsur ~UIPtlna aq~ Âq P9Ao~dda 0~a Pue s~ul&e~ uo pa~ou pua pel1g~9P ÂltnJ ede sUOI~eOIJ1POm qons JI epem 9q ~am s~uawe~Jnba~ eAoqa eq~ JO SUOI~BOIJlpoW .g ·sUOJ~lpUOO !Jos peq~n~sIP ~BI1WJs ~aq~o ~o seqouad~ pe!11J uo dgeq pUB BBOdO Âeq~ e~eqM pe~~oJU1a~ Âte~'Bnbep~ eq l1eqs sgUI~OOJ Itv-e~ON °seq~UI 9 sepls tIe uo uOI~oaro~d !saqoul 81 sse~~lq~ !~01s 1 UBq~ edom sgUJlleMP ~oJ s~euwtqo ~apufl (g) ·saqouJ v sepls LIg uo uOJ~oero~d !saqoul 01- Bse~~Jq~ !sgUItleMp ~o~B-l dOJ BÂaamJ~o ~epufi (J) ·~eeJ 8 ~q 8 eZls !seqoul 81 Bse~olq~ :SUWU!OO pue s~sod ~epufl (a) ·~eeJ 9~enbs V uaq~ ssal ~ou ae~e !seqoul 9 epls qoae uOJ~oero~d . !se~~UI 81 sse~~Jq~ :s~ald ~osem depufl (p) ·~e~ue~ uo seqoul a paaoxe o~ 10U peosds pua gUI~OOJ ul snonUI~uoo s~aq qoul a/g OM~ usq~ Bsel ~ou q~IM pao~oJ -UIed J1 (q) UI ss ames eq ~em sgUI~OOä ·lleM JO epls qoae uo seq~UI 9 uot~~ero~d !seq~ul 81 ssa~~I~ !~qSlaq ul ~01s t ueq~ e~om sguJllaMp ~uosam JO slleM uOI~epunoJ ~epufl (~) .~uJllaMp eme~J pe~aeueA Â~osem o~ ~d~ oSla lleqs s~UI!leMp 9ma~J ~OJ s~ueme~lnbed eq~ 'eAoqa (q) pus (s) uI--·e~oN °tteM JO epls qose uo saq~ul v UOI~oerodd !s9qoUI a Bse~~Jq~ :sgUItleMp ~osam ~o~s-1 pua s~UJIIeMp ema~J deq~o 11'11 JO sllsM uot~apunoJ dapufi (q) ·lleM JO apIB qose uo saqoul £ uOI~oaro~d !saqoUI 9 sse~~lq~ !~uemaseq ou ~uIUIa~uoo sguJt!aMp ems~J ~o~s-1 JO BIlSM uot~epunoJ dapufi (s) :BMOII0J se eq lleqs sguJ~ooJ JO suolsUem1p mnmJUIm 9q~ ·v ·pa~Jnbe~ eq II1M . e~e~ouoo pa~ad JO sgUI~OOJ 'saseo ~eq~o Ila ur ·110S peq~n~slpun pus ØdIJ 'peuls~-lteM ~o uadp~aq sl 110S eq~ e~eqM sse~olq~ UI edOW ~o seqoul at s11eM UOI~'BPunoJ ~epun pe~lnbe~ eq ~ou IIJM sgul~OOJ 'saldo~s '3 ueq~ e~om ~ou JO s~uIPl1nq ~oä o£ , ·. i·'..... ~ , ,/ // 6. Footing drain tile may be required by the Build- ing Inspector"where water conditions exist and soil is not porous. Tile shall be covered with 12 inches of porous material such as gravel, etc. with provision for draining water away from the building by connecting with tight-joint glazed tile to dry well, sewer, or by other means. C. Foundations. 1. In no case shall thè foundation wall thickness ~ be less than that of the wall supported. 2. The following minimum requirements for foundat- ion wall thickness shall apply: - , (a) 6-inoh thickness: for poured concrete, support- ing I-story wood frame structures without basement. (b) 8-inch thickness: for all other poured concrete walls. (c) 8-inch thickness: for masonry unit walls which extend not more than 7 feet below outside finished g~ade. Maximum total height of the foundation wall and wall supported, 35 feet. . (d) 12-inoh thickness: for masonry unit walls which extend more than 7 feet below outside finished grade. (e) 18-inoh thickness: for all rubble stone foundation walls. , Special Note--The building inspector may, at his discretion, because of special or unforeseen soil conditions, require.thatthe allowable depth of the foundation wall below outside finished grade be'reduced; that the wall be adequately reinforced; or that the thickness be increased to resist lateral forces. The National Bureau of Standards, U. S. Department of Commerce, in its publication entitled "Recommended Minimum Requirements for Small Dwelling Construction," recommends a maximum depth of 5 feet below outside finished grade for 8-inch thick foundation walls constructed of masonry units. It is recognized that in many cases, because of the nature of the soil, it is safe to extend the foundation walls to the depths ·~o~~adsaI ~a~P!lna 9~~ Âq paAo~ddB aa~M peMO!I'B aq 111M puno~~ e~~ uo sqBls a~a~ouo~ uo pa~on~~saoo S~al!la~ ·9 ·2Ianoo;¡: HBM .e~~ ~~IM pepaoq aq !!B~S 2Iul~OO¡ a~~ 'SI!BM 2Ial~Baq aplsal ~o SIl~M apls~no al ~no~o sÂaUWI~~ a~a~M pUe 'pa~BOOl SI Â9UWI~O e~~ 9~9~M Ba~~ a~~ 2Iu~puno~~ns ~al~oo;¡: llUM aOI~Bpuno;¡: a~~ ¡o 19A9! a~~ o~ UMOp paa~xe !!~~S ~ol~M e~a~oao~ ~O Â~aoSBW ~ ¡o SUOI~BpunOJ aAa~ lla~s eÂaUWI~o Â~uosam !IV .¿ ·epa~~ ~SIU~J ap~s -~no 2Iulalorp~ a~~ 9AOqB saqoul 9 ue~~ ssat ~ou pue~xa !laqs uo~~on~~suoo ame~J 2Iu~~~oddns sllaM uo~~~puno~ ·9 ·IlaM ao~~~punoJ a~~ JO sa~UJ ~auu~ ~o ~a~no eq~ PUOÂ9q e~oaro~d am~~J pn~s aq~ ~ou ~aeueA.aq~ ~aq~~au ~Bq~ ssa~o~~~ ~aa~~IJ¡ns JO aq lla~s sIIaM awa~J pn~s pa~aau9A Â~uosaw 2IuT~~oddne S!laM UOT~Bpuno~ .g ·~ap~l~ o~ 2Iul~OOJ wO~J 2Iu~pua~xe :J[~T~q JO p9~on.x~suoo aq 'Haqs ~9Td aq~ 'alT~ ÂUI0 !a~n~on~~s ~aT~B9q-paol JO e~a slleM uOT~apunoJ 9q~ ae~ (q) ·laT~a~um Â~aosaw P110S ¡O eq It~qs ~aTd aq~ 'Jo saqoa~ 9 do~ 9q~ 'uoT~~n~~saoo :J[~Otq 9~a~~uoo MQllo~ JO a~B sllaM uOT~BpanO¡ 9q~ ua~ (B) :SMOl!O¡ SB eq IIBqs uOI~on~~saoo ~aTd ·IIBM aq~ O~ul p9paoq 9q lla~s pau eseU:J[olq~ aT saqouT 9 aB~~ ssal SIIBM 9~a~oaoo pe~nod PUB S~Tun Â~aosam JO îlTnq S!!UM aOT~apunOJ :J[OT~~-q~ul-9 O~UI ~ulwe~J s~9P~T2I lIe ¡O epua aq~ ~epan e~9Td w~oj o~ pe~~nx~euo~ aq lla~e eaq~al 61 Âq t ua~~ SS91 ~ou e~9~saIld ·t ·saqoul t ¡o ~~dep a o~ e~a~~uo~ ~~IM S910~ aq~ ~UI11~J Âq euop 9q Âaw SI~~ ·~q~laq UI ee~oul t aaq~ seal ~oa 9q Itaqs paa laT~e~aw Â~ttosuw P110S ~oe~~un Â~uoeam PTloS JO aq IIBqs es~noo do~ eq~ 's~Tun Â~uosBm MOlloq ¡O ~11nq 9~a sllaM uOT~apunoJ ua~ .£ ·sasao 11'11 aT e!qao~lddB 9q I!TM s~uawa~Tnbaa uOI~~nx~euoo mnmnuTW asa~~ ul paula~uoo e~~dap alqlsslw~ad a~~ ~aq~ '~aAeMoq 'pan~~eaoo aq ~ou ~enm ~T ·s~uawa~TnbeH aOT~~nx~saoo wnwnalW esaq~ UT pa~~Tw~ad ---- - -"-~ . , " < - '- ~ ~ - . The preparation of the slab bed and the construction of the .. slab shall be in accordance with requirements established by the Build ing Inspec tor. 9. An opening of not less than 2 by 2 feet shall be installed to provided access for inspection and repair in each unexcavated space under wood and metal floor construction, and under concrete slabs where piping, duct work, etc. requir- ing periodic inspection or repair are located. 10. Foundation wall vents proportioned on a basis of 1 square foot for each 15 lineal feet of exterior wall shall be installed for ventilating all unexcavated spaces and each such space shall have at least two vents. Non- corrodible screening of not over i-inch mesh shall be install- ed in each opening. 11. Area walls and foundation walls for porches, steps, and terraces shall be adequately bonded or anchored to main walls. D. Exterior Masonry Walls. Note--"Salmon" or soft brick will not be allowed for use as facing on outside surfaces of exterior walls. 1. Masonry walls shall have a thickness of not less than 8 inches for a height not to exceed 35 feet in- cludin~ height of footing. When two or more units are used to make up the thickness of the wall, the inner and outer courses shall be bonded by at least one header course in every six courses, or by one full-length header in e~ery 72 square inches of wall surface. 2. Masonry veneer applied to masonry walls shall a . be tied to the wall by full-length headers or noncorrodible metal wall ties spaced every fifth course or 15 inches vertically and not more than 32 inches o. c. horizontally. Note--Veneer shall not be considered a part of the required wall thickness unless bonded as required in Paragraph 1 above. 3. Proper provision shall be made for adequate ~q ~ew ~U1~~n¡ eq~ '~u1ad paAo~dd'S ~aq~o ~ofiu1ad ~uawa~ pual~~od ¡O B~~'SOO qBn~q 3 ua~~ SS91 ~ou q~1M pa~u1'Sd ~o pao~on~s S1 a~a¡~ns ~OT~9~X~ aq~ UQ~--~~ON ·0 ·0 sa~~u1 91 peoads sdT~~S ~U1~~n¡ pOOM q~uT-l qiTM ~o alT~ ~uT~~n¡ ~~1q~-qouT-3 q~TM pa~~n¡ aq II'Sqs 'pa~e~seld aq o~ a~g q~TqM '~uames'Sq Qq~ aAoq'S ~~Tq~ s9qouT 31 u'Sq~ SS91 sIlaM Â~uos'Sm ~OT~~~X9 IIV ·8 . ·SI1a& pa~eeUeA Â~uosaw pu'S Â~uosem UT s~UTuedo 11'S ¡O sp'Seq eq~ uT pe~Tnbe~ aq lIIM seqo~'S Â~uos'Sw pa~Tsep Âl~edo~d ~o sle~uTl a~anbepV .¿ ·sdo~Ele~1J m.Io¡ o~ s~UTod Ha ~a Bp~aoq JOo~ JO apTS ~epun o~ ~U1~00¡ wO~J pue~xe llaqs l1aM eq~ '~n~oo S¡OO~ peq~~Td ueq& ~~UTdo~ a~~o~ a~~e~ ~o '~uam~~ puan~od 'la~am ~e9qs ~UT~STse~-uoTsO~~OO 'euo~s q~TM pedd'So eq pua ¡OO~ aq~ 9AOq'S seqouT 8 o~ ~UT~OO¡ wO~J pue~xe Haqs 11'SM eq~ '~nooO S¡OO~ ~'SI¡ uaqM ~uoT~~n~~suoo Â~uos'Sm ~olq~-q~uT-8 u'Sq~ ssel ~ou e~ llaqs SI1'S& ~~~'Sd ·9 j , " , ·~aeueA ¡O es~noo mo~~oq eq~ ~epun pu'S ~~op pua~xe II'Sqs q~TqM ~laJ ~I'Sqds'S pe~'S~n~'Ss ~o ~adad ~uIPITnq ¡oo.Id~e~'S& q~TM dn pa~~'Sq aq l1aqs , i I , , i 1 I' I I ~eeueA eq~ S9sao Il'S ur ·UOT~on~~suo~ pOOM eq~ pu'S ~aaueA eq~ uaeM~eq eoads qOUT-I 'S ePTAO~rl ·Âl1'S~UOZT~oq·o·0 seqouT 3£ Ugq~ ~~ow ~ou pu'S Âl1'S~T~~eA seqouT 91 ~o aB~noo q~¡T¡ Â~aA~ pa~'Sds seT~ 1'S~am ~lqTPo~~o~uou q~T& eW'S~J pOOM 9q~ o~ p~~oqou'S aq II'Sqs ~eeuaA pu'S :~ge¡ g£ u'Sq~ e~om ~ou ¡O ~q~Teq a pu'S seqouT v/£ £ q~ ssel ~ou ¡O sseu~oTq~ a eAaq II'Sqs sll'SM em'S~¡ pOOM O~ P~Tldd'S ~eeuaA Â~UOS'SN .g - o - .~~I~q ¡o ses~no~ OM~ ~Beel ~9 o~ q~dap UT ~ualaAlnbe l'Sl~a~'Sm Â~uos'Sm P110S uodn PQ~~oddns eq II'Sqs S~UTU9do ~eAO Sla~uT1 pu'S 'q~d9p UI s~qouT v uaq~ SS91 ~ou ~~uoB'Sm PT10S uodn ~'S9q Ilaqs B~BI0r ~OOIJ l1a 'BllaM q~ns ur ·S11eM Â~UOB'Sm o~ pe~oq~u'S ~le~n~es ~uT~eeq elq'S~Tns ~eq~o uodn ~o q~dep UT saqouT 8 ~s'Sel ~'S UOI~~n.I~BUOO Â~uosam PTloS uodn ~ae,q llaqs s~ pm Â~uosam MOl10q ¡o pa~on~~s -uoo s11aM o~uT ~uTwa~J B~ep~T~ JO BPUe 9~ ·v ·sII'SM Â~uos'Sm pua e~a~ouoo ~ul~~as~e~uT 11'S JO ~eq~e~o~ ~uT~oqou'S pu'S ~uTPuoq . omitted. .' 9. All exterior masonry walls shall have pilasters of the same material as the wall and shall be properly bonded to the wall. The size and spaoing shall be as follows: 8" solid or hollow walls for one story buildings. Pilasters to be 12" x 20" and spaced not more than 16'. 8" solid or hollow walls for 2 or 2t story buildings. Pilaster to be 24" x 24". Spaced not more than 16' for first story and 12" x 24" for second story. 12"solid or hollow walls for 1 story buildings no pilaster required. 12" solid or hollow walls for 2 story or 2t story buildings pilaster 24" x 24" spaced not more than 20' for first story. For buildings of more than 2i stories in height pilaster sizes and spacing to be approved by the Building Inspector, before permit is issued. Pilaster will not be required at corners on 1 story masonry wall buildings but will be required to the height of the first story on 2 story buildings. Op Gable ends on sides where there is no bearing from floor joists or roof the spacing of pilasters may be inoreased 100%. ~ote--When partitions, either frame or masonry, are properiy tied to exterior walls the Building Inspector may allow pilasters to be omitted. 10. A continuous pored lintel will be required at the top of all exterior hollow masonry walls. This lintel shall be at least 64 sq. inches in area and at least 8" in height and at least 6" wide and shall be reinforced with at least one t inch deformed bar running completely around the entire 'top of the wall. '.chis reinforcing shall be lapped at least 16 inches at the splices and shall not be spliced nearer than 4' to an;v,:" c.orner and shall be bent around the corners. ~ Spltc~fs"'will not be allowed over w;lndow or door openings. ln all 2 story buildings a similar lintel will be required at a point just under the seoond floor joists. ,~ . ~o ~oT~q 9~T¡ q~IM peUlt eq Iteqs pua s~admap pua s~eqmaq~ e~ows q~TM pa~~n~~suo~ aq Il~qs sao~ld9~T¡ u9do .¿ . œq~ul 91 aUld ~uTuado eOatd9~T¡ aq~ ¡o q~PIM eq~ uaq~ asal ~ou eq ttaqa q~P1M aq~ pUa '~sae~q gauw1q~ aq~ mo~¡ pe~nseem seqou1 91 ~s~at ~t'Í ~oeroJ:d H'Bqs sq~~~eq et{jj ·uonon~~suoo ¡oo~da~T¡ uo pa~J:oddns sq~~~eq eABq t19qs seOatde~l¡ IIV ·9 .~" - , ·pe~e:i!;¡¡e!+s eq lI~qs S~U1UH enl¡ eAn~edsa.I eq~ UT S~U10~ eI[~ 's9q~HM ~noq~ 1M plildno~ii a~e slilnl¡ OA\!+ e~eql¡ ·ap1M seq~ul f¡/£ £ u'Elq~ SSlill !+ou saqo!+TM ~01~q ~q sanl¡ OM~ ¡O sdno~;¡¡ J:O 91:i!uTs J:eq!+o eq!+ mo~¡ pe~aJ:ad9s eq Ilaqs sent¡ OM~ JO dno~;¡¡ q~'Ela 'sanl¡ e.Iom ~o ee.Iq~ ;¡¡UTUTa!+uoo sÂeuwTqo £~uosam UT .g ";¡¡u1q09a~q eq!+ MOleq sT U01!+oauuoo aq!+ pepTAoJ:d 'enI¡ ~UT!+e9q asnoq eq~ o~UT ~oauuoo Âam q01qM S!+U9A eA'Elq tt'Eiqs s~e~'Eleq J:e!+eM-~oq ~uTu~nq-s~ ·¡OO.I eq~ q;¡¡no~q!+ pua!+xe Ilaqs senlJ qons ·Our 'SaT.IO~'EI~oq'El1 .s~a~T~M~epUn IiIq!+ JO SUoT~'Elpuemmooa.I eq!+ q!+TM gtdmo~ tl'E1qs q~TqM 'leT~e!+aw ~U1¡Oo.Idlil~fJ eIqa!+deo~a ~eq!+o ~o ~o!+seqsa q!+1M '. pe~'Ellnsu1 gl.I9do.Id t'El!+em !+eeqs ;¡¡UT~SISe.I-UOls0~~oo e;¡¡n'El;¡¡-03 uaq!+ ssaI ~ou ¡O pe~~n~~suoo ~o 'I qda~;¡¡a.I'EI~ uT peqT~~sep S'EI 1.Iuos'Elm ¡O pe!+on.I~suoo senI¡ o~ pe~oeuuoo eq tI'Elqs s~e!+'Eleq ~Tun uT-~Ilnq PU'EI s~e!+'Eleq esnoq P9.ITJ-se;¡¡ tTV .f¡ ·1euwTqo eq!+ ¡O e~pe ePTs~no eq~ o~ enI¡ eq~ mO.IJ qsaM a m~o¡ o~ pedd'Elo eq Il'Eiqs sÂeuwlqo IIV .f¡ qde.I;¡¡'EI~ad UT papTAo~d sa ~deoxa seuIJ l~npTA -TPUT o~UI ~~euuoo 11~qs s~uemdTnbe ~ul~'Eleq ItV '3 ·patla~su1 ~ou ST ;¡¡UTUI1 enI¡ ueqM q~ooms aq'Tleqs s£euwlqo ¡O ~oT.Ie~ul eqJ.--e!+o~ ·ae.Ia eAI~Oa¡¡e ~UetBAlnbe ¡O S9nt¡ ~atn~.II0 ~o :saqoul £1 gq f8 'sa~alda.I1¡ ~oJ :saq~ul 48 £q 48 'S~U'Elld ~UI~'Ellilq .IO¡ :seZTS anlJ mnwlUIw ":i!ulu11 anl¡ ÂaI~a~TJ q~TM ~noq~no~q~ peU11 aq IIuqs '~olq~ a.Iom .10 saqoul 8 SII'ElM ~01.Iq P110S q~TM esoq!+ ~da~xa 's£auw1qo g~uos~m ITV "I ·sJl:euw':qO .~ e4 ~ / / . other materials approved by the Building Inspector. When an ash dump is provided, ashes shall empty into an enclosed chamber of fireproof material provided with a metal cleanout door. 8. All chimneys shall extend not less than 2 feet above the 'highest ridge unless otherwise authorized by Building Inspector. 1". Cement 1"loors, Driveways, and Walks. 1. 1~e garage, terrace and porch floors, walks, and driveways, if of concrete construction shall have a minimum thickness of 4 inches and shall be properly surfaced. ~he slabs shall be laid on a bed (4-inch minimum thickness) of gravel, cinders, or other approved material. 2. Garage floors shall be laid separately from the garage foundation walls and footings. (This does not apply to garages built on reinforced conc'rete slabs.) Provide an approved expansion joint between the driveway slab and the concrete apron at the garage door. Driveways over 30 feet in length shall have expan- sion joints not more than 30 feet o. c. 3. All outside brick steps shall be of hard-burned brick or approved paving brick. "Salmon" or soft brick will not be allowed for treads, platforms, terraces, or for exterior use. 4. Basement or cellar floor slabs shall be not less than 3-inch concrete if finished monolithic, otherwise 3-inch concrete and l-inch topping. 5. All openings in basement floors shall have covers which shall be flush with the finish floors. Where rloor drains occur, floor shall slope slightly to drain. 6. When the heating plant is loc~ted above the basement, the floor area where the heating plant is located shall be finished with concrete 3 inches thick, or with other noncombustible material. uhamper tops of floor joists when concrete is let down below the top of the wood construction. 7. Tile floors supported on wood construction shall have concrete underfloor not less than 2i inches thick. Boarding supporting the underfloor may be let down between the joists but ;i: ,. . . slq.T, ·pe~npo~d seM ~1 s~"[n~ ~hIIP1'l~~-"soqM ~epun PU1'l sel~:;ds eq~ gU~J"AOO sa epeJ~ Qq~ UI pezlugooe~ UOI~1'IloossV gq~ JO s~uew -e~nbe~ ~U1pe~~ eq~ It1'l ~g9m Il1'1qs ~9qmnl POOM~JOS Itv °t ~ffi'ffi 'I {) UO-¡:~~9S ·Q~e~OUOo q~IM PQt"[-¡:J 11 seqoU1 91/£ JO sS9~0~q~ 1'1 QAeq Âew ~o seqoU1 ~ JO ss~~olq~ a eAaq lleqs pua ~e~"maIP U1 SQq~U1 f£ ~seeI ~a "q l1eqs sumnlo~ le~em IIV ·8 ·e~e~~uoo U1 gU1Ppe~Q Âq ~o 's~loq ~oq~U'B Âq p,,~oq~ue ÂleJn~QS eq lleqs sumntoo JO sesaH ·elqa~deo01'l "q ~ou II1M sWIqs esoo~ ·s~"pJ-¡:~ ~o swa"q o~ PQ~oqoua eq tlaqs sdeo umntoQ ·sde~ pUe s"seq peguelJ eAeq tlBqS sumnlo~ UOJi ~seo JO t"e~s llW ·1 ~OHI a~v ~~~~R ~VHn~anH~S .Æ UOI~~9R °laAo~dda "[aUIJ "~OJ9q ~~i~~Q~eM epem eq tleqs SJOOIJ puasI"[aM '~Slx" suol~lpuo~ Je~aM ~o,ss"tdmap e~eqM pue PQPIAo~d eq llaqs ~uewQseq ~p w .£ ·pe~~oJU1e~ pUB peJoo~d -~G~eM eq L1eqs s~oolJ ~u"w"saq 'SJOOIJ ~u"wes1'lq ~Gpun e~nsseJd ~QPun s~slxe ~e~eM eJGqM Qsao UI ·P90~oJU1e~ pUB PQJoo~d~g~aM eq l1eqs epa~g pgqslUIJ MOIQq slleM ~OI~9~X" eq~ '~BSSe~gU,e~e suo-¡:~naoe~d lauo-¡:~IPpa pUB ~sl~e suol~lpuo~ ~e~aM JI ·3 ·~o~oedsuI gU1Pl1ng eq~ Âq peAoJdd'B pUe pe~oQdsU1 II~un euop eq ~ou l1eqs ae~1'I peJoo~d~"~aM eq~ ~a gU1111.Pf~'Ba ·gUJ~OOJ eq~ JO e~pe.ep-¡:s~no eq~ o~ gU1pue~~" mo~~oq eq~ ~e "AOO a O~ UMOp pe-¡:~~ao Qq lleqs ~laqds1'l JO ~e~ pue J"~seld'~u"wQ~ e~t ·UO peddom '~leqdsa ~o ~a~ ~oq pe~nI-¡:pun JO ~ao~ ~aQq euo ~seet ~e pelIdde eq Ilaqs q~lqM ~eAO '~e~sald ~U9WgO JO q~U1 'f~sa"t ~e ~IM ~OI~"~X" eq~ uo p"~"~sald eq Ileqs q~~e" ~q~ q~-¡:M ~01'l~UOO u-¡: Bll1'1M UO-¡:~1'IpunoJ ~u"wQseq 9PIS~~0 tla JO ~OI~e~XQ gq~ PQJ-¡:no"J UG~ 01 Ð~I.ÆOO}.fð cIwva ~ UOIPQ!:: ·gU1PHnq 9q~ mO~J ~eeJ £ ~SB"" ~e ~Q~1'IM UJad "q~ ~Jeo o~ sa pe~1'I~ol os 11'11~"~BW p"Ao~dda JQq~o ~o e~eJouoo JO pe~~~~suo~ B~~olq qselds eAeq Itaqs epe~g uo gUIÂ~dwe s~epegl ~o s~nodsUMop IIV ·8 ·s~sI0r JO sdo~ Jedmaqo ·q~ul 1 peeoxe o~ ~ou . . / requirement shall not apply to millwork or interior finish. (The word ¡'softwood," as used herein, shall be interpreted to include lJouglas l"ir, White l"ir, Southern cypress, Western Larch, 4:" ," West coast Hemlock, California Redwood, cedar, Eastern Hemlock, 1'amarack, Spruce, Southern Yellow Pine, Ponderosa pine, Sugar Pine, ~daho White Pine, Northern White ¥ine, ~orway Pine.) 2. all framing lumber shall be ~o. 2 vimension (Common) - , or better. 3. All board lumber for subflooring, sheathing, roof boarding, ahingle lath, etc., shall be No.2 Common or better. Note--~oard lumber, ~o. 3 common, of woods comparable to ~o. 2 common grade in the other softwoods, will be acceptable, such as: White fur, öpruce (except öitka), Ponderosa pine, ~ugar ¥ine, Idaho White Pine, Northern white Pine, ~orway ¥ine, Western Larch. 4. All lumber shall be dry and well seasoned, and the moisture content shall not exceed 19 percent. 5. all rough lumber dimensions given under "Wood l"raming" below are nominal sizes. l"inished dimensions of all lumber shall comply with the American Lumber ötandards. öection H. Wuuv FRAMING ~ote--öplicing of structural wood framing members between bear- ing points will not be permitted. In all cases, regardless of location, where the structural strength of framing members is definitely impaired by cutting, drilling, or by inherent defects, such members shall be replaced or reinforced as required by the Building Inspector. a. Floors and Roofs. .. 1. all wood floor and roof framing shall be kept at least 2 inches away from the chimney masonry, except when 8 inches of masonry is used outside the flue lining, in which case the spacing may be * inches. ~e 2-inch space between the chimney masonry and the floor framing shall be filled with fire-resistant material to form a fire stop. Note--In no case shall wood framing members bear on the masonry of chimneys, except on piers which are built integral da~~s le~em q~IM UOI~~~~SUO~ ~oolJ eq~ o~ pel~ Qq ITeqs S~SI0r ~OOIJ Qq~ o~ lella~Bd :ÙU1UU~ sllaM ~uosaw ·"[[BM ~uosl1m Qq~ o~ul pue~xQ llaqs pUB ~S10r 9q~ JO mo~~oq eq~ ~eeu pua QPIS eq~ uo peltdda ~oqoUa de~~s la~em e eAeq Tleqs slteM ~uosem o~ul ~u.ml1~J uOI~on~~suoo ~OOIJ pOOM ul ~S10r q~~noJ q~e~ ·8 ·e~osoe~~ JO ~'BOO qsn~q poog a QA190e~ II'Bqs epB~~ qSIUJJ epls~no MOIQq slteM ~uosem eq~ o~UI ame~J qOlq& s~ap~~ pua s~Sl0r ~oolJ JO spue e~ ·~no e~J ~o laAQq q~U1-£ e ~sael ~11 eA'Bq llaqs pue ~ul~eeq qoul-v ueq~ ssel ~ou aAeq tl11qS slTaM ~uosem 0~U1 ~U1me~J S~SI0r ~oolJ JO spu~ .1.. ·q~dep ~S10r ~~ JO t ueq~ e~om ~ou Qq Ilaqs ~slor eq~ JO PUQ Qq~ U1 qo~ou Q~ ·eeqoU1 £ x 3 ~seet ~11 Qq Heqs ~Q~PQt JO eZIS ·S~9P~lg eq~ JO epls eq~ uo p~BOq ~e~p~1 ~o dl~~S ~ul~eeq a uo ~o s~Q~uaq ~s10r la~em uo PQ~~oddns eq lleqs S~slor eq~ 's~ap~l~ pO OM JO epls 9q~ o:¡UJ Qm13~J S~SI0r ~oolJ Q~atiM ·9.. ·UOI:¡on~~suo~ ~UJ~~B~S e~oJQq ~o~oedsuI 2)uIPl1ng q~IM ~oaqo sgu1PT1nq ~QP1M uo sUl1ds ~Oä ·q~PIM U1 ~eeJ 88 gU1paeOxQ ~ou ~UJPl1nq ~oJ sl Qlqe~ QAOqB e~--e~oN 110 18 11,0 16 -----01 Âq 9 119 ,g IIV ,9 ----8 Âq v 110 ,I.. 110 18 ------8 Âq 9 118 Ig 110 19 ----9 Âq 9 #0 II.. "nO 18 -----01 Âq V nO IV life) is --~-9 Âq V s U1HeMp s~U1TTeMp Â.Io~s S~U1TTQMP ~o~s s2)U1TTeMp -3 pua fl ~o~S-1 -8 pUe fT ~o~S-1 ueds .xeel0 mnmIxaw S Qq~UJ ul eZI~ uads .xeQI0 mnw1xl1W seqoUJ U1 eZI" (¿J s.xep~1g pOOM ~oJ suads mnmIxaw :~UJMOI10J eq~ peeOXQ ~ou Itaqs s~ep~l~ pOOM ~epUn s~~oddns UQeM~eq Q~UB~SIP aq" .g . esaq ~uQweo eq~ mO~J' ~sod ~~ JO PUQ eq~ e~'8.xedes LLBqS L11~Qm ~QQqs QLqIpo~~o~uou Jo'~eaqs V ·guI~ooJ ~sod eq~ 110 Ânoe~IP ~a9q lleqs es-aq eq,T. '~OOIJ qSluIJ e-q~ QAoqa seq~U1 £ ueq~ ssel :¡ou pue~xQ ITaqs q~lqM Qs-aq ~uemao a uo ~aeq lleqs 's~ugmQsaq UI sumnl00 s-a pesn uaqM 's~sod POOM ·v ·s~~oddns umnloo ~o ~eld ~eAO epem eq lleqs S~9P~~ pOOM dn-~11nq pUe P1ToS JO S~UI0r Tlw .£ ·Q~Q~OUOO PQ~~oJU1e~ ~O 'POOM dn-~tlnq 'POOM PI10S 'lee~s 1~~n~on~~s eq ~aw s~ep~l~ ·3 ·Â~uosam ÂeumIqo 9q~ q:¡IM ~ . 4 anchors spaced not over 6 feet apart and extending over and secured to at least 3 joists. 9. Floor joists shall be doubled under all bearing partitions which run parallel to the floor joists. Doubled joists shall be separated and blocked at 4-foot intervals where piping or duct work occurs. 10. Headers and trimmers shall be doubled except that headers 4 feet or less in length may be of single thickness - . provided the header is supported in metal joist hangers or on not less than 2 x 3 inch ledger boards and header is secured by spikes driven through one thickness of the trimmers into the ends of the header. He~ders receiving more,than 4 tail beams shall have ends supported in metal joist hangers. 11. Ends of lapped joists shall rest on girders or on bearing partitions and shall be securely nailed to plate and to each other. c 12. Overhanging cantiliveredconstruction: Bay windows, overhanging second floors, and all projections carrying floor and roof loads which are not supported'directly by a foundation shall be fully detailed on the drawings submitted with the application. 13. Floor (including attic floor) and flat roof joists shall be cross-bridged with 1 x 3 inch or 2 x 2 inch bridging at intervals not to exceed 8 feet and securely nailed at each end. Metal bridging may be used when approved by the Building Inspector. 14. Maximum spans for all wood floor joists shall be as listed in the following tab1e': . ~slof ewes aq~ ~eAO s~U1of ~ae~q sp~aoq gU1U1ofpa OM~ ou PQPIAo~d gU1~ootJqns ~oJ PQsn Qq ~am Sp~'Boq (·Ð ~ ·ili) peqo~aw-pu~--Q~ON ·~OOIJ PUO~QS 9q~ UO PQsn ueqM s~OOtJqns O~ sel1dd'B osta ~uQwQ~lnbe~ sl~ ·s~sIof·~QAO ~n~ eq Itaqs SPUQ pUe 'q~PIM U1 seq~ul 8 uaq~ e~ow ~ou ~U1~ooIJqns q0U1-1 q~IM PQ~QAO~ eq lleqs S~SI0r ~oolJ ~s~IJ TIV ·91 ·~Slor e~~ JO egpe mo~~oq ~o do~ eq~ mO~J . s9qoU1 8 uaq~ ~e~aeu PQ~eoot eq ~OU Iteqs SQloq Qq~ JO egpe e~ ·seqoU1 ~8 ua~~ ~Q~e9~g 9S'BO ou ul pua Qdld eq~ JO ~9~emaIP QPls~no Qq~ U'Bq~ ~e~ee~g qoU1 , ueq~ e~om eq ~ou llaqs seloq Gq~ JO dQ~Qma1P e~ ·sedld Qq~ eAle~~ o~ peTTI~ eq l1eqs SQloq 'S~SI0r eq~ q8no~~ gU1ssad se~a~ISS9~QU sedld JO uOI~eooL 9~e~ ,(0) ·~SIOr Qq~ JO pue eq~ ~~oddns o~ U1 ~no eq llaqs ~S10r at~ JO ~~dep ItnJ eq~ ~epeeq a '~essQoQu punoJ SI q~dap sn JO 9/t uaq~ 9~0m"lsI0r ~ooU a JO gU1~~M JI ( q) '.' I'., ~~ - ·uads ~S10r Âua JO P~Iq~ elPPlm,eq~ U1 PQ~~1~9d eq ~ou 111M S~Slor JO Qgpe mo~~oq ~o do~ e4~ ~qo~oN ·q~dQP ~S10r aq~ JO 9/1 peQoxQ o~ ~OU p9~O~OU eq Âam S~SI0r JO s~pe mo~~oq ~o do~ eq~ (a) ':UOn'BHmIl gU1MoII0J eq~ q~l^' pe~~lm~ed eq TI1M ~~OM ~onp puv gUldld JO uOI~ella~sul eq~ e~E~1110aJ o~ S~SI0r ~oolJ JO gU1~~no e~ ·gl 0 61 0 08 0 18 81 co Lal 0 81 0 :61 91 01 gl (6 9t ¡:g Lal v8 la Âq 8/9 1 31X8 £ 91 0 Lal 8 Lal 81 £ vI 0 91 8 91 91 £ 31 0 £t 8 £1 vC': t6 Âq gig t 01X3 8 VL e: gl ''9 91 81 8 81 8 £1 8 £1 91 8 Ot ?, n 8 n vC': fl.. Âq 8/9 1 8Xe: 0 01 9 01 0 n 81 0 6 9 6 0 01 9L 0 La 9 La 0 8 v8 8/9 9 Âq 8/9 t 9 x 8 ·ur ·~d ·ur .~.i! ·UI .~.i! SQq~UI SPOOM~JOS ~eq~o TIV J'[o'B~ema~ 'pooMpeH 'ss9~d~O 'J'[~OtmQH ~saoo ~seM ·qo~e'I ~e~seM 'eulcI MOl1ex ~eq~ -nos '(9~ld~ ~e~u90 pualUI PU'B o~ UOI~~H ~seoo') ~9~ue~ ~1~ sel21noQ gUI~ads ·ql 008'1 sse~~s ~eqlJ mnmJu1l\ lan~ov laU1moN . ,. . ql 000'1 U'Bq~ SSQl ·ql 000'1 sse~~s JeqlJ sse~~s ~QqIJ mnmIU1W mnmJU1W uads ~eQI0 mnmlxaw, eZI,:: ~9qmn~ elqe~ ~S10f ~OOlä s:ðUIl1Qi11) pu13 sJoo~ ~elJ u~~/A~eq s9~13ds pU'B s01~~e 11'\1' ·88 ·~luda~ pua UOI~~9dsUI ~oJ MOll13 o~ pepIAo~d aq l1eqs Qoeds ~1~~e qoeQ o~UI sseo~'B ~oJ :ðUIuedo 9~enbeþu UV ·18 ·s~~~Ja~ Gq~ o~ PQl1au ~le~n09s Gq LIaqs pue s~e~Ja~ eq~ ~OJ sel~ sa eA~GS 'GIQlssod ~9AG~aqM 'ITeqs S~SI0r ~UITleo ·08 ·s~s-¡:or ~oolJ ~oJ sa ames aq~ PG~~IJ aq II'Bqs S~slor ~ITla~ ~OJ suads aq~ 'smoo~ eTq13~IQeq eJn~nJ 0~u1 ~UIqsIUIJ . ~OJ Glqe~lns sl e~eds aq~ JI ~o 'Qo-eds e~e~o~s ~OJ alq'Bsn sl ~nq pe~slUI ¡un sl S~SI0r :ðUIH eo aAoqa eoads ~1~~a Qq~ e~e~ --Q~ON 0 83 81 8 08 91 9 61 08 v 81 '178 ~¿ ~q 8/9 1 8 x 8 ~ ¿I 81 0 91 9t £ 9T 08 9 '171 '178 8/9 9 Âq 8/9 1 9 x 8 9 11 81 8 01 91 0 Ot 08 10 116 1108 8/9 £ Âq 8/9 1 v x 8 ·sql 008'1 sse~~s ~eql J mnur¡:UIm ~e~ua~ len~~v l-eulmo..r;¡ o~ ~Q~ueo uads ~13al0 mnur¡:xaw ~UI~eds GZIS ~eqmn~ S~SI0r ~uI11a~ ~OJ su-eds mnur¡:x'BW ·PQ~nql~~s-¡:þ ÂI~oJlun '(þaol eA11 ou) ~ooJ e~13nbs ~Qd spunod 01 JO þeol paGp e uo pes-eq 'u13ds eq~ JO 09£/1 JO uOI~ -OGIJap mnur¡:xem a ~oJ PQ~~IJ G~e su-eds e~ ·GIQe~ :ðUIMOtTOJ eq~ UI pe~sl1 S13 eq tl'Bqs S~slor 8UIl1e~ ~oJ suads mnmlxew ·61 ·:Jiuns -~G~uno~ eq lleqs s11au pua S~SI0r Gq~ o~ pGtlau ~le~n~G~ Gq IT'Bqs PU'B ~oolJ ~SIUIJ ·fl ~ .~ JO ne-¡:T UI pasn aq Âum q~ul ~ ueq~ SSGl ~ou POOMÂTd ·P~ITdd-e SI gUIJ~AOO ~~OJ9q q~ooms PQd'BJ~ JO p~pU'BS ~Gq~le PU'B 'PGl-¡:Bu-eoeJ~ns PU'B PUIlq q~oq Gq TTeqs PU'B q~PIM ul seqoul v uaq~ e~om ~ou sseU:JiOlq~ UI qOUI-l uaq~ SSGt ~ou ~UI~OOIJ pOOM ·fl ~ ·ili ~aAO pG11dde eq l1aqs U01~~nJ~SUOO pOOM uo Gl1~ ~Gqqn~ ~o UOI~lsodmo~ 'mnatoUIl JO s:ðUI~eAoo ~oOlä ·81 ·s~s-¡:or Gq~ ~GAO ~n~ G~a sp~-eoq ~UI~OOIJ aq~ JO spue eq~ pepIAo~d '~ooTJqns 13 ~noq~IM ~OOIJ pUO~eS eq~ uo pasn eq Âem . I ·fl ~ .~ :Ji0lq~ q~UI 91/£1 uaq~ sset ~ou ~ul~OOIJ qSluld ·¿T ·s~s-¡:or OM~ ~s'Bet ~e uo ~'B9q tl-eqs p~-eoq q~aa pUe 'eo'B~~ , shall be ventilated by screened louvres or other means approved by the Building Inspector. 23. Collar beams of 1 x 6's or 2 x 41s shall be installed 4", ",.I on at least each third pair of roof rafters and shall be securely nailed to ,the rafters. Maximum spacing of collar beams, 5 feet o. c. 24. Where ceiling joists serve as collar beams and occur above the mid-point of the rafter, adequate provision shall be made for tying the lower end of the rafter to the floor construc- tion. ~fuen the installation of this tie is not possible because of structural conditions, the rafter size shall be increased sufficiently to support the roof load without thrust or undue bending in the lower end and the size of the collar beams shall be not less than that of the rafters. 25. In flat roof construction, when the ceiling is suspended from the roof, the spans for the roof joists shall be as required in the floor joist table. The ceiling joists shall be 2 x 41s of same spacing as roof joists and supported by 1 x 4 inch hangers spaced not more than '6 feet o. c. and securely nailed to sides of the roof and ceiling joists. 26. Maximum spans for wood roof rafters shall be as listed in the :\f,bllowing table: spacÍDg center Lumber Size to center Maximum Fiber stress 1000 lbs. Nominal Actual Inches Feet Inches 2 x 4 1 5/8 x :3 5/8 24 11 6 16 13 6 2 x 5 1 5/8 x 5 5/8 24 13 6 16 15 6 2 x 6 1 5/8 x 7~ 24 17 6 . 16 19 6.' 12 21 6 Note-- On small buildings using metal roofing, rafters spaced more than 21 may be used if apprpved by Building Inspector before start- ing construction. 27. Rafters shall be securely spiked to the wall plate. Opposing rafters shall be framed directly opposite each other at ~~pa~q ~o la~U11 eq~ ~AI9~aJ o~ ~no eq l1aqs pn~s ~euul a~ ·sqmef uo pelqnOp spn~s ~Aaq l1aqs s~U1uado ~oop pUB MopuIM TtV .£ ·p~oq 11'BM JOJ ,,173 ~o StleM p9~a~s'Btd JOJ .~ ·0 ·saq~U1 91 ueq~ a~om ~ou paoeds SIV x 8 ueq~ ssal ~ou aq tlaqs spn~s ·8 ·~~u~o~ ~U1q~el JOI~a~U1 aq~ mJoJ o~ p9~ue~~e se~e~d V x 3 ea~~ ·0 ~o !Jeu~oo ~U1q~et ~ol~a~U1 eq~ ~oJ o~ eoe~d V x 8 'B ~~IM ~sod P110S 9 x V V .q ~o !ueeM~aq ~aqmem 9 X 3 a q~IM se~e~d v x 8 OMili ·e --~U1sn dn ~11nq s~sod ~au~o~ eAaq ITaqs slteM pn~s pooM ·1 ·sltaM ~OIJe~xg .g ·a~PI~ eq~ q~IM ~oa~uo~ UI ~ou ~~a ~eq~ sÂ~umJqo lIe JO apls ~addn a~ uo palTe~sul eq lleqs setPp'Bs ÂeumJqo JO s~e~ol~O '1£ ·s~~~Ja~ OM~ ~saaT ~a uo ~eeq l1aqs y~eoq q~aa pue '~~eds ~e~JeJ eW'BS 9q~ ~aAO s~U1or ~'BaJq Sp~'Boq ~Ululofpe OM~ ou papIAoJd gU1 -q~eaqs JOOJ ~oJ pasn aq ~em Sp~'Boq (Ð~~) pGq~~'Bm-pu~--9~ON ·~e~J'B~ qoea ~e s11eu P8-8 ~se91 ~e GABq o~ p~'Boq JOOJ qOe~ 'Joo~ te~em ~oJ .~ ·0 ,,91 ~~AO ~ou pa~'Bds q~et eT~U1qs '17 x 1 ·~U1Jeeq qOBa ~a SJe~Ja~ o~ pGTleu Âle~n~as eq Ttaqs q~al al~U1qs pue ~ulq~a9qs JOO~ ItV ·eJnsodxa et~U1qs O~ gU1P~00~e pa~ads 'JOOJ el~U1qs pOOM ~OJ q~al al~U1qs'Ç/v x 1 ~o ! sellJU1qs H'Bqdsa qouy - 'atl~ ~OJ pesol0 PI'Bl 'q~PIM U1 seqoU1 ~O '~uamao-so~saqsa , ¡¡~els 8 ueq~ e~om ~ou ~U1 -q~eaqs JOOJ q~U1-1 q~IM p9~aAoo eq lleqs s~a~Ja~ JooH ·0£ . el~U1 s eq Âem 8~9mm.~~ eq~ 'seAae eq~ JO agpl~ 9q~ ~e ~aq~le 81 ÂeumJq~ aq~ pue q~lJual U1 ~eeJ V uaq~ ssal eJe s~9paaq a~aqM JOO~ lJU1doTs '11 ~OJ ~eq~ ~da~xe s~OOIJ ~OJ pa~1nbe~ se emas aq llaqs sÂaUW1q~ puno~'B lJU1me~J JOO~ ~OJ sJaWW1~~ pua sJGpaa~ ~OJ s~uew~~lnbaH ·68 ·s~ap'Baq pue s~a~Je~ patqnop q~IM pama~J aq Itaqs 'SUOI~.~~d uo pe~~oddns ~ou e~a q~lqM SMopU1M ~emdop ~oJ uOI~~nJ~suoo JOo~ U1 s~U1uado IIV ·88 ·~olq~ saqoU1 8 ugq~ ssel ~ou 9q TIa~s SJe~Ja~ ÂellBA ·s~a~JaJ lJU1~~nqB aq~ JO pue ~n~ aq~ Ue~~' ssel ~ou aq l1eqs ~e~J'BJ ÂalleA pua p~eoq a~P1J eq~ JO q~dep e~ ·sÂel1BA Ite ~e Ja~JB~ ~aTlaA a PU'B se~P1~ tIe ~'B p~'Boq egpl~ e eq II'Bqs aJe~ ·elJpIJ aq~ . / .. ... over the opening and shall extend in one piece from lintel or header to bearing. 4. Lintels or headers over all openings shall be doubled and shall be set on edge. Spans for lintels or headers shall not exceed the following for the size given: Spans up to 4 feet; two 2 x 4's Spans 4 feet to 5i feet; two 2 x 6's Spans 5i feet to 7 feet; two 2 x 8's 'Spans over 7 feet; two 2 X lOts In lieu of lintels, trussed construction may be used. 5. Sill Construction. Box sills consisting of a wall plate 2" thick and at least 6" wide and a mud sill or stand up the same size as the joist properly spiked to the ends of the joist shall be used. A single joist will be allowed at sides provided flooring runs clear through and a 2 x 4 plate is provided under studding. 6. All sills and all bearing plates for roof rafters framing into masonry walls shall be bolted to the. masonry walls with i by 12 inch bolts bedded firmly in the masonry and spaced not more than 8 feet apart. 7. All sills and girders on top of foundation walls and piers shall be levelled, shimmed up with slate chips or brick, and thoroughly bedded in cement mortar. 8. Top plates shall be not less than doubled 2 x 4's which shall lap at all corners and at all intersecting partitions. All such laps shall be securely spiked. ~ .. 9. Wood sheathing, when laid diagOna~ly on exterior walls, shall be applied at approximately 45 degrees and extend in opposite directions on each side adjoining at the corner, and corner bracing will not be requ ired. 10. In all cases except where diagonal wood sheathing is used, all external corners shall have diagonal 1 x 4 inch braces let into the outside face of the studs at approximately 45 degrees and wherever possible, shall extend from sill to plate. Braces shall be securely nailed to each stud and to sill and plate, When openings occur near the corners, 1 x 4 inch knee braces let into the face of the studs shall be installed above and below -- ·sUOI~I~~'Bd ~01~a~uI ·0 ·spn~s TT~ uaeM~eq 19AGT ~oolJ puo~as ~e pGlle~sU1 eq o~ 9~a sdo~s 9~ld -leAel ~ooTJ puooas eq~ ~a snonU1~uo0 pell'B~su1 eq IT'Bqs a~eTd 8UI~~9q q~ul V x 8 p91qnop a '~a9J 08 spaa~xa ~q:iJleq llaM aq~ a~aqM ·spn~s ~~ o~ paTleu ~Te~noGs 9q Tleqs suoqql~ uo gUI~eeq s~slor ·spn~s 9q~ JO aDûJ eplsU1 Gq~ 0~U1 ~el suoqq1~ qoU1 9 Âq 1 uo ~eeq ITeqs sTTaM am~~J ~ol~a~xa uo pe~~oddns .'., ....... ~, ~ S~SI0r ~OOld ·gUIol1ds ~noq~IM sq~ÐueT snonUI~Uoo ul eq tlûqs spn~s ·q~Ðu91 U1 ~eeJ 08 p9a~xa ~ou op Âeq~ peP1Ao~d GU1T JOO~ o~ ITls mO~J un~ ~em slleM Gwa~J ~o1~e~x9 u1 spn~s ·91 ·ml~~ ~ol~a~xe Gq~ PU1qaq PGllû~SU1 ~leJ ~laqds'B pG~a~n~es ~o ~edad ~UIPtlnq ÐU1~slse~-~a~eM JO sd1~~S aAeq TTaqs sll~M Gma~J UI sÐUIUGdo ~01~9~X9 TIV ·s8U1uedo puno~e lel~a~~m gUI~s1s9~ - -~e~~M Gq~ uo dal q~ul-v û ~S~Gl ~a q~IM saq~U1 V ueq~ SSGl ~OU Gq lIeqs d~I q~'B~ ·uol~daDxa ~noq~IM ~UIq~eeqs JO sedÂ~ 11~ ~9AO pelTdde aq TIBqs pUB ~IGJ ~laqdsa pe~adn~as ~o ~ed'Bd ~U1Pl1nq ÐU1 -~slse~-~e~aM q~1M dn pa~o~q aq l1aqs qS1u1J ~ol~e~xe IIV ·gt "qoUJ 8/£ ueq~ SSGl SI .SSG~~lq~ ~~nq eT9U1qs ~~ 9~9qM 9U1P1S G12u1qs p.91~ ~epun P9s01~ Piat pUB pel1e~sU1 eq Tleqs sp~aoq ~q~~eqs POOM ·vt ·9~nsodx9 9TgU1qs 9q~ o~ ~UJP~o~~e peoeds pU'B ~Gdad ÐUIPTinq eq~ ~eAO spn~s aq~ o~ pal1~u 'pasn 9q lleqs sdl~~S ÐU111ûU qoU1 3 x 1 'Sp~'Boq gU1q~'Beqs pOOM uaq~ ~aq~o ~9AO pe11dda g~e SGlgU1qs epls ueqM ·£1 ·eAoqe 01 qde~ga~ed U1 paql~0sap sa peo'B~q aq llûqs Gma~J ~~ pUB Âlle~uozl~oq peltdde aq ITaqs qS1UIJ ooon~s q~IM uo!~oeuuo~ U1 pasn ~U1q~e9qs pooM ·81 , - ·spn~s OM~ ~segT ~e uo ~~gq llaqs p~aoq q~ae pua 'goads pn~s emes 9q~ ~9AO s~U10r ~ee~q sp~aoq ~U1U1orpa OM~ ou PGPIAo~d gU1q~eaqs ~oJ pesn eq Âem sp~eoq (Ð~~) peq~~em-pu~--e~oN ·spn~s eq~ o~ Tella~ed pUe JO ~e~ue~ Gq~ ~9AO ~no~o l1eqs gU1~UJOr ·~Ulod gU1~aeq ~O pn~s qOûg ~~ peTleU Âle~n~es pua ~qgl~ dn UMa~p p~eoq qoea q~IM P110S pa11dde 'epIM saqoul 8ueq~ . g~om ~ou '~~lq~ q~uI 1 gq Tl'Bqs sp~aoq gU1q~eeqS pooM ·11 ·seo'Bds pn~s £ ueq~ SSGl ~ou sso~oa gU1Pue~xe seg~ep 9v ÂIG~emJxo~dda ~'B s~U1uedo eq~ · ..~ -" / 1. All bearing partition studs shall be not less than 2 X 4's spaced not more than l6,inches o. c. set the 4-inch way, or spaced 24" if wall board is used instead of plaster. 2. Nonbearing partition studs may be 2 x 4's spaced 16 inches o. c. set the 2-inch way for walls around closets and chimneys, or spaced 24" if wall board is used in place of lath and plaster, for walls not exceeding 6 feet of unsupported length which contain openings, and for walls exceeding 6 feet provided they are devoid of openings. 3. All openings in interior bearing partitions shall have jambs and heads double-framed same as required for exterior openings. Jambs and heads of openings in nonbearing partitions shall be 2 x 4's doubled. 4. The top plates of all bearing partitions shall be doubled. All partition plates shall lap at all intersection partitions and at outside walls, and shall be securely spiked. 5. When partitions frame on top of the joists or subfloor, the studs shall bear on a sole plate at least 2 inches thick. 6. Where nonbearing partitions run parallel to the second floor joists, a lathing member shall be placed above the partition plate and shall be wide enough to provide nailing surface for ceiling lath. 7. Wood bearing partitions in cellars or basements will not be acceptable. 8. No stud shall be cut more than half its depth to receive piping and duct work. If more depth is required, the partition studs shall be increased accordingly. Where the running > of piping and duct work necessitates the cutting of plates, proper provision, acceptable to the Bµ11dlng Inspector, shall be made for tying together and supporting all structural members affected by such cutting. 9. Corners for all rooms shall be framed solid for lath or other interior finish. 10. All interior partitions connecting to masonry walls shall have the end stud anchored to the masonry with not less than three i-inch bolts in each story height. D. Stairs. / - - Q~e q~lqM sueem gUIMOI10J eq~ ~q peU1a~~'B 'eq 11'Bqs ~1 'pGJlnbeJ sl sa~lm~e~ Äq u01+e~S9JU1 ~SUI'B~'B UOI~OG+oJd ue~A ·1 NOI~~A~ ~~IN~ r uOI~~es ·9me~J pn+s eq~ 0+ pe~oq~ue ÂleJn~GS s~oolq pOOM ~o s~~oddns le~em uo mIJ eq+ ~a pe~~oddns aq . lleqs sqn~q+Bq pess90eH ·LBI~9+em JooJd~a+eM B q~IM peqslU1J eq l1aqs ~oolJ moo~~eq eq~ mO~J ~eaJ 9 ~sael ~B JO ~q819q a JOJ sqn+ eq~ eAoqe stleM e~~ 'sqn~q~Bq ~eAO ~n~~o s~aMoqs a~eqM .£ ·Qlqe~de~~a eq 111M spoq~em peAoJdda ~Gq~o ~o 'ÂIPI10S ul ~n~ lleqs qOlqM 'ol~+e +e pUe ~OOIJ ~s~IJ +'11 sllaM pn~s QPls~no pue SUol~I~~ed UI papIAo~d eq l1aqs sdo~s e~lä ·8 ·~~I~~eq+'BeM e~am 0+ ~asse~au pa~9plsuoo eJeqM ~uosem pua pOOM JO suol~~es~e+ul ~eq~o +'11 pua SI1'BM ~geU9A ~uosBm ~o ~uosam U1 S~U1U9do JOI~e~xe I1B puno~'B pa~lnbe~ aq ttlM ~U1~tnao ·1 SflO~V~~~OSIW I uOI~oes ·P9IIB+sUI eq tlaqs ~e~U1J~s PJlq~ a '~~lq~ s9q~ul 8/1 1 U'Bq~ ssal eJB spaa~+ JI ·~olq~ seq~ul 8 ueq+ SSGl ~OU SJe~U1~~s eABq IIBqs s~1e~s ~uemeseq uedo ·9 ·~o~s qOee ~OJ ~~laq ames aq~ eq L1BqS s~esl~ IIV ·un~ ~la~s ~q81e~+s eq+ uo q+PIM pae~~ e~~ uaq~ ssel ~ou aq Iteqs pue'~ul~~eAuo~ eq~ mOJJ seqoU1 8t ~e spaeJ~ JO q~P1M eq~ 'pesn a~B s~epU1M JI ·v ·seq~U1 ,£ eq l1eqs S~e~U1J~s ~la~s U9pOOM JO q~dep eAI+~GJJe mnmIU1m e~ ·=~~oq pue do~ ~e Z¡U1~Beq P110S eAaq II'Bqs SJe~U1~~S ·pe~ledmI eq ~ou ttlM q~~ue~~s ttnJ ~le~~ JO ~uamdOlGA9P e~~ ~'Bq+ q~ns eq tlaqs sgU1puel pUe SJe~U1J~s sa qons SJeqmem leJn+~~~s tt'B JO ~ulme~J pUB ~U1+~n~ e~ .£ ·seqoul tOl ueq~ ssel ~ou eq l1eqs '~u1s0u aq~ ~U1pnT~ul 'paed~ JO q~PIM G~ ·peU1B~qo SI UUJ ~saG ua ~'B~~ aSI~ o~ peuol~~odoJd os eq l1eqs pee~+ pue 'q:iJlq s9qoU1 t8 ueq+ GJom ~ou 9q L1aqs eSIJ 'epIM seqoU1 6 ueq+ SS9t ~OU aq lTeqs spBa~+ eq~ 'UUJ ~le~s aq~ Z¡UIJ~IJ..x¡¡; ·8 .... ·mu ~la~s eq~ o~ lallB~ed eU11 a o~ paeJ~ eq~ JO e~pe +uo~J aq~ mO~J ÄtleOI~~eA pe~nsB9m moo~eeq ~eal0 snonU1~uo~ saqoU1 8 ~eeJ 9 ueq+ sseT ~ou eAaq lTeqa sÄBM~le~s Ulal'l ·1 listed in the order of their desirability. a. Continuous corrosion-resisting sheet metal termite .. shields with tight seams or soldered joints. b. Lumber treated with wood preservatives for all wood construction in, contact with foundation walls and all first floor framing. The following methods of treating lumber with preserva- tives are acceptable, listed in the order of their preference: 1. Full-cell or empty-cell (vacuum--pressure) process. 2. Hot-and-cold bath process. The chemicals used as preservatives in both methods must be those which have withstood actual tests over a period of years and the methods of treatment shall be approved by the Building Inspector. 3. ~ben protection against termites is required, corrosion- resisting metal termite shields shall be installed around all pipes entering the ground and those which are not at least 18 inches BbXI>ve the ground., Section K Ko ROOF COVERINGS 1. Roof pitch requirements shall be as follows: a. On shingle and tile roofs (e~cept porches): 5 in 12 minimum. b. On shingle and tile porch roofs: 3 in 12 minimum. c. Built-up roofs (gravel or slag surface): 3 in 12 maximum. d. Built-up roofs with mineral surfaced cap sheet; 3 in 12 maximum. e. Metal roofs 4 in 12 minimum. 2. A double starting row will be required on all shingle applications. a . 3. Nails for attaching roof covering shall be copper or hot-dipped galvanized nails. 4. Asphalt saturated felt underlay shall be-- a. Approximately 30 Ibs. per 100 square feet under tile, asbestos-cement shingle, or slate roofs. b. Approximately 15 Ibs. per 100 s1l¡Uare fe,et under asphalt shingles, or in lieu thereof, an asphalt saturated and coated building paper, weight approximately 10 Ibs. per 100 square feet. Is~aq...rM.rapuIl al1~ JO sq.ueme.r.nba.r el1~ 11~'M "'ldUloo 11'BI1S <:ilu111S'SIJ :ilu1pnloul <:ilu1.raAOO teAe.rg pU'B .rW~ PU'B ~leqds'B dn-~11nH '01 's.ra.rnq.O'BJnu'BW eqq. JO su01q.epuemmooe.r qq.1M 90USP.rooos 'pel1'Su-eosJ eq llaqs es.rnoo pesodx~ T . u. pa'lddw eq 11'Sqs seldu1qs q.uemeo-so~saqs'B puw et1~ '6 9t tt vt ~8 2:t ~¿ tatqnoa 9plU18 ~¿ ~/£ 9 :il9 f~ 9 ~/£ £ 2:t 2:t 81 o~ ¿ ¿ o~ £ v2: 8t 9t ~2: 8t 9t unH 9s1H sas.rnoo JO ssam¡01ttL (s911oU1 U1) q~ßuel at.Ju-¡:118 (sal1ou1 u-¡:) qq.:ilual al:i1u1118 JOO.r JO qO~1d (sel1~u1 U1) a~nsodxa 9tßU-¡:qS II '11M ap1S (sel1ou1 U1) e~nsodxe 9I~u1qs JooH s9.rnsodxe el~u1qs-pooM mnm1xew ::ilU1MOttOJ aq~ pgeoxe ~ou tt'Sqs .ral1~'BeM eqq. oq. e.rnsodx~ '8 s9Qou1 2: u-¡: s~~nq v--Setßu1Qs Qou1-v2: \ seq~u1 t2: U1 s~~nq g--Setðu1qs l1ou-¡:-8I se11ou1 2: U1 s~~nq g--set:ilu111s qou-¡:-9t (s:ilu1PUnq ~no .raq~o pU'S seß'S.r'B¡J uo p9sn e~ ",'Sm sel.Ju111s 2:#) :sseu:J10111~ umm1u-¡:m <setðu-¡:l1s pe.red'Bq. u-¡:e~J-9ðp9 I 'oM eq Itel1s sel,Ju-¡:l1s pooM '¿ 'pau-¡:e~qo sasSeU:J101q~ et:ilu1qs JO .requmu a4~ ¡Ju1u1m.req.9p u1 pep.rwi1e.rs1p eq 1,ew q~p-¡:M u-¡: I1~U1 vl£ .r9"o q.ou ßU1:J1Jds t'B01~.¡aA .10 s~no-~no '9 'sq.u-¡:od ttg ~e sseu -J10111~ atonop JO umw1u-¡:m e ep-¡:Ao.rd tHM 'pe11dd'B Älq.oe.r.roo ueqM '110.I1M 'a~nsodxa pue d'Btpeeq ßU1pnlou-¡: 'ez.s e JO aq It'SI1S !I9q'Sl "a" sswI0 I s~9~1~A\~epuIl e.r.er .rsaq 11'BI1S salJu-¡:l1s ~t'Sqds" '9 'S9tjU1qs pOOM .repun pe.rlnba~ eq tl1M ~teJ ON 'P 'sq.u¡:od 11'S q.s pau1wq.ao s. ssau~~-¡:I1~ alßu-¡:l1s eld1~~ ue11M '2: ... .10 !e.r'iinbs .red 'sql Ot2: uwqq. sset ~ou JO q.q.ðleM ¡Ju-¡:dd.qs e~'BUl.xo.rddg ßU-¡:MOI1S .re~n~oeJnusUl el1q. Äq padw'ii~s e~e s~eu.'B~UOO eßs:J1osd u911M e.rom .10 3t u. ¿ JO sedols JOo.r uO 'I -seIßu111s ~t'Bqdss .rapun pe.r.nbe.r 9q 111M q.teJ ON '0 ... .. laboratories, Inc., for Class "B", 3-rly covering, and shall be' applied accordinp to the manufacturers's directions. The minimum wèi:ght of each ply of felt shdl be 14 pounds per 100 square feet. Such roofs shdl be surfaced with approximately 400 pounds of roofing gravel or crushed stone, or with 300 pounds of crushed slag per 100 square feet of finished roof. 11. The top ply of felt and the crushed stone or slag surfacing may be replaced with one layer of mineral surfaced cap sheet weighing not less than 85 pounds per square. 12. Roofs will be considered flat if the pitch is less than 3 inches in 12 inches. 13. Other types of roof coverings such as roll roofing, sheet metal, metal shingles, canvas, etc., may be used when the type and weight of the material and methods of application are __ ' app~ved by the Buildinl' Inspector. s<-(;:k~- SHEET ¡ŒTAL v' 1. All built-in flashinl' and counterflashing over heads of openings, around chimneys, at intersections of roofs and walls, valleys hips, ridges, and at horizontal and vertical intersections of stucco with other material shall be of corrosion-resisting metal. 2. All metals other than copper, lead, zinc or galvanized iron shall be painted both sides before installation. Note--¥or valleys in connection with asphalt-shingle roofs, two thicknesses of mineral surfaced roll-roof- ing material cut from rolls weigh Jng not less than 85 pounds per square, may be used. Strips shall be not less than 18 inches wide. 3. All sheet metal shall be of the following minimum weight or gauf'e: a. Copper: Flashing, putters, and leaders--16 ounce. b. Tin: 20-pound block tin coating. vi c. Galvanized sheet metal: 30-gauge sheets with 1.25- 'V ounce (total weight both. sides) sine coating per square foot. 'P~'BÄ a~'Bnbs ~ed spunod £'Z ~~~leM :~9~sBld ~01~e~u1 ~Od '1 '0 '0 se~~u1 Z BU1~'Bds e~1M wnw1x~w :~~gl e~1M paz1ueAlw~ pe~~~q ~edwd '~ 'p~~Ä e~gnbs ~ed spunod Z'£ ~~~1eM 'e~1M eðn'BB-81 'oN '~~gl a~1M pez1uBAle~ ueAoM 'q , 'peZ1U'BA1'B~ ~o pe~u1wd ~9~~le eq I1B~s .' v ~9~seld ~01~e~ul ~oJ eseq S'B pasn ~~'Bl 1'B~9W pepuwdx~--e~o~ 'p~WÄ 9~'Bnbs ~ad spunod v'£ :oo~n~s ~01~e~xe ~od '£ - . 'p~WÄ e~wnbs ~ed spunod g¿'Z ~~gl lw~ew peqq1~ ~elJ ~o 'P~gÂ e~gnbs ~9d spunod v'£ :s9~~u1 OZ o~ dn ~U1~'Bds S~S10Ç 's~u111e~ ~Od '3 'p~'BÃ e~'Bnbs ~ed s~nod g'Z :ssel ~o '~ '0 se~~u1 91 spn~s 'SI1'BM pn~s ~Od 'I - :~~'Bt t'B~9m pepuwdx~ 's '~u1MoltoJ e~~ U'B~~ sset ~ou aq Ite~s ~~gl tw~ew ~8 'elqe~d90~'B aq ~ou It1M Stl'BM PU'B SU01~1~~gd ~U1~~9s.!e~U1 pU1~eq snoul~uo~ ~u1pue~xa ~~w~ '~~el ~~8 Ã~eAe ue~o~q eq Ilg~S S~U10Ç puw 'Bu1~weq . ~~'Be ~e pal1'BU '~~'Bde ~~u1 8/£ U'B~~ e~ow ~ou ~~U1 f uw~~ ssal ~ou pe~wds '~~wt t 'oN ~~1~~ ~~u1-9t/g eq ttg~S ~~el pooM 't ~~~~ W u01~~es '1'B~aw ~e9~s dU1~s1se~-u01so~~O~ ~~1M p9~aAO~ eq tle~s s~e~~1~O '110 PUg peel JO S~'BO~ ee~q~ ~o ~~~1d JO S~'BO~ OM~ Äq p9~~e~0~d Ãl~edo~d s1 e~'BJ~ns ep1su~ J1 elqw -~deo~'B eq 111M s~e~~nd pOOM P110s 'SIS~9W 8u1~s1sa~-uo'fSO~~O~ , JO aq Itwqs Äe~~ 'P811B~su1 9~'B s~epeet PUg s~e~~n~ ueq~ '9 'Joo~ ~~1M u01~~es~e~u1 ~'B sep1s lIe uo u1 ~11nq ~U1~sBIJ -~e~uno~ 1'B~ew ~u1~s1se~-uo1s0~~OO aAe~ 11'B~S sÄeuw1~o l1V 'g 'SltWM te~1~~aA pu~ ~ede~'Bd ~~1M suo1~~es~9~u1 JOo~ lIe ~w d1~~S ~U'B~ ea~~ep-gv a . 9A'B~ IlB~s 'pasn sl ~U1~SgIJ eseq IB~ew a~e~M ~d~~xa 'sJoo~ ~'B1J I1V 'ôBu1~aAo~ JOo~ sw 1'B1~e~'Bw ew'BS JO aq ~ew sJoo~ ~'BIJ ~~1M U01~~9UUOO u1 s11wM ~ad'B~Bd ~g ~U1~swIJ~e~uno~ puw dU1~seld 'v '~OOJ a~enbs ~ad spunod ~z--peel ~ae~s :pga~ 'e 's~e~n¡~'BJnUBw Kq pepuew o~a~ sV :~u1Z 'þ 4 . 2. For exterior stucco: Weight 3.1 pounds per square yard. Note--All metal lath used as base for exterior stucco shall be cut from zinc-coated sheet metal or fabricated from zinc-coated wire. 3. All external angle corners for interior plaster work shall have galvanized iron corner beads and all intersections of walls at corners and at ceilings shall be lathed with netal lath corner strips not less than 4 inches wide--2 inches on each surface. 4. ,fuen metal lath is used as a base for stucco, the lath shall be held at least 3/8 inch away from sheathing by use of furring nails, wood furring strips, or self-furring lath. 5. When metal lath, except Daper backed metal lath, is applied to solid wood surfaces such as wood beams, lintels, girders, etc., the surface shall be covered with waterproofed paper be- fore the metal lath is applied. Furring ~ails or strips shall be provided for fastening of metal lath. 6. Insulating fiber board lath and gypsum board lath shall not exceed 18 by 48 inches and shall be applied according to manu- facturer's directions. SECTION N PLASTER WORK 1. All interior plaster when applied to lath base shall be 3- coat work and shall have å minimum thickness of 3/8 inch over the lath base. v v Note--Work which provides for the scratch coat and and brown coat to be applied as separate coats, but in one operation, will be acceptable. 2. The scratch or first coat may be omitted when plaster is applied directly to masonry. 3. All plaster shall be mixed and applied exactly accordlng to manufacturer's directions. 4. All lime used for plastering shall thoroughly slaked. 5. If hydrated lime or patent plasters are used, they shall be mixed and applied according to manufacturer's direcóions. 6. All plaster ceilings shall be level. All walls and corners shall be plumb and straight. pe~~aI19~S 9q lla~s s~aeJ~s das PU'B 's~e~~od ~~~1d 'S~OU~ Itv 'se~s1u1J pa~S1UJ'BA PU'B peU1u~s 11'11 uo ~~OMpOOM ~~~'BW o~ pe~u1~ eq llw~s Â~~nd 'pelew'Bue JO pe~ù1ad aq o~ aJ'B ~~1~M se~eJ~ns . uO s~ 1io~ 23ut:U1~d 9~~ Ja~Ja pe'ndd'B eq lle~s Â~~t\d '~~oows pua IlnJ pe1~~nd eq 11'B~S "~~e 'S~~'BJ~ 'salo~ 11'BU IIV '8 'U01~'Blla~suy£9~J'B Äle~'B1pemw1 ~o eJoJeq ~'BO~ eW1Jd 9Ale~eJ 11'B~S ~JOM 111m IIV 'I ÐNB~UV cI b NOI~O~S 'pe~~e~e :zIu1aq 3u1Pl1nq JO PU1~ PU'B edÂ~ e~~ JOJ se~1~~'BJd ~seq 9~~ o~ l'Bnbe pJapu'B~s JO eq 11'B~S d1~SUe~JOM pua 1'B1Je~aw e~~ ~a~~ pOO~S -Jepun S1 ~I 'Jepl1nq JO 'Jew~o '~~e~1~~JW 9~~ O~ ~Jel eq 111M . SI'B1Je~wW ~~ns JO e~10~~ e~ '~~e '~JOM el1~ ':aU1JooIJ'w1~~ se - ~~ns ~s1U1J J01Je~u1 o~ pel1dd'B eJe s~uewe~1nb9J wnw1u1w oN 'I - ¿¡: NOBa:¡¡:S '~le~ueJ~'Bd SeeJ39p av UW~~ ssel s1 9Jn~'BJedwe~ e~~ ue~M pe11dde eq lIa~s o~~n~s oN '9 'IVH:ilJffiÐ , ~ 'elqe~d9~~W eq ~ou 111M q~'Bl pOOM o~ pe11dda o~~n~s ~OIJ9~x:¡¡: '9 'sÄap eeJ~~ ~S'Bel ~a JOJ ðU1ÂJP P1d'BJ OO~ WOJJ pe~0e~oJd eq IIB~S pue eJn~xe~ ~s1U1J pe~1sep u1,Qqo O~ sseu~~1~~ ~ue1~1JJns JO pe'ndda eq 11'B~S ~'BO~ PJ1~ 'v 'Âl -~;¡jnOJO~~ ÄJ)) O~ MOlla ue~~ PU'B s.-I:'Bp eeJ~~ ~sael ~'B .¡OJ dw-sp ~-SO~ puo~es de9'f 'uo1~~a~IP ÂJeAe U1 enJ~ pu-s ~~ð1-SJ~S pOJ PU'B ~~1~~ ~~U1 ~ ~sael ~'B ~WO~ puo~es e~~ Áldd'B Âle~B,pewwl"ÂlueAe pUB Âl~~nOJO~~ eO'BJJns ue~s1ow 'Ä~p S1 ~-SO~ ~~~eJ~s Je~JV 'Â~p O~ peMOll'B ua~~ 'SÄ-Sp ee~~~ ~Sg91 ~e JOJ dwwp ~de~ 'pe~~~w~~s pua sseu~~,~~ wnw,u1W e O~ pe11dd'B eq 11'B~S ~eo~ ~SJ,d '~ueweo JO ~ue~Jed at o~ l-snbe eW11 pe~aJpÂ~ pUB pU'BS S~~'Bd £ '~uewe~ 'IW1J9~eU! pe I . pUal~Jod ~~wd 1 JO pesodwo~ eq lla~s S~'BO~ puo~es PUg ~S~1d '£ -AoJdde ~e~~o JO ~uewe~ PU'Bl~Jod JO 9s-sq 13 eAa~ lle~s o~~n~s '6 'o~~n~s 9~~ U1 peppeqwe Âll0QM eq 11'B~S ~~al Ig~e~ 'I aaaOJ8 .,.- a NaI~a:a:s . before paint is applied. 3. All exterior woodwork shall receive not less than 2 coats of paint, exeept wood shinples and half-timoer work which may receive 1 coat of stain or penetratinp oil. 4. Certain woods such as cedar, cypress, redwood, etc., may be otherwise treated if approved by the Building Inspector. 5. All masonry and concrete walls to be painted shall receive 2 brush coats of paint especially prepared for paintin~ masonry or concrete surfaces. 6. Where varnish is used for exterior, the varnish shall be a good rrade of spar varnish. 7. All exterior and interior structural iron work, and ornamen- tal iron work if to be painted, shall have at least one coat of paint in addition to shop coat. Paint shall be lead and oil, graDhite, or any specially prepared paint which is reco~mended by the manufacturers for painting iron work. 8. All interior trim and all sash shall be stainea, painted, varnished, or waxed. 9. The above requirements for exterior and interior finish may be modified when specially prepared materials are used as recommended by the m~nufacturers and approved by the Building Inspector. SECTION B HEATING 1. ~he heatinp equipment shall be installed in accordance with manufacturer's instructions. 2. All equipment and materials shall be of standard stock, in sound condition, and shall be installed by experienced workmen familiar with the installation of the type of heatinv system to be used. . SECTION § ELECTRICAL WORK A. General 1. The installation of all electrical work" including equipment shall comply with the re~ulations of the "'ational Electrical Code and with the regulations of the electric utility company. 2. All materials used shall be new and shall conform to the standards established by the Underwriters' ~aboratories, Inc. U1 pe4sod eq tl'B~S P9~s1u~nJ eq tt1M ~01~M p~~O ~1m~ed e~ "~oero~d e~4 UO peddo~s eq ~snw ~~OM tt~ pue U~1S ~~OM do~s 1/ dn ~nd ~'BU¡ ~o~o9dsuI :dU-¡:Pt1n9 9~4 ~O eouo ~¡¡ pe -4oe~~oo eq 4snm ~~OM JO U01~~od ~o ~~OM P11/S ~04oedsuI ~U1Pt1n8 9~4 O~ Ä~0~O'BJs1~~sun punoJ ~u-¡:eq ~~OM Kue JO 4ueAe UI AIIIIIIII',: .-" "UeA1i s1 t~Ao~dda e~oJeq pe~1nbe~ eq Äem suatd pet-¡:~4ep pue ,'~'BSSa09U eq tt1M ~04~edsuI ~u-¡:Pt1ng e~~ JO t'BAo~dd1/ 9~~ 9pOO s1~~ Äq pe~eAO~ 40U sesao tt1/ UI s~O~OUl - 3t "ON 3 ttems ~a~~o 01 "ON 3 .Ie~'B9H ~e~04s ~o 3t"ON 3 ~eu~nq t10 8 "ON £ e~u'B1:I e~1M JO se~IM eou's-¡:tddV e~VA JO se~1M e~u'B1tddV 'Z1S mnm-¡:up; JO "ON JO pun: eZ1s mnm-¡:uHI JO "ON JO PU1){ seou'B-¡:tdd'B À4np-ÄA'Be~ ~oJ etq'B~ :etq'B4 JU1MOttQJ e~~ u-¡: pe-¡:J-¡:oeds S'B ua~~ sS9t ~ou PU'B 'taued uo-¡:~nq1~~s-¡:P e~4 PU'B eOU'B1tdde e~~ ueaM~eq eZ1s u1 UO-¡:4onp -e.I ou ~~1M 'pe-¡:~~'B~ eo 04 p'B0t 9~~ ~oJ ez-¡:s e~'Bnbap'B JO eq tt'B~S e~-¡:M pett'B4sul eq 04 s-¡: ~uemdlnbe "Å4np ÅA'Belj" ~e~~o ~o 's~e~o~s 's~eu~nq t-¡:o 'S~e4'Be~ 'se~u1/.I o-¡:~~oeta e~a~" "I "S~1nO~1~ eoue11ddv "cr "e~-¡:M e~nu~ 31 "ON U'B~4 ~911'Bms ~ou lj~IM p9~-¡:M eq 11¡¡~S Ä.Ipunal PU'B moo~ gUluIP 'moo~ ~sBJ~'Be~q 'Ä~4U'Bd 'ue~~4-¡:~ u-¡: pe4'Bool s4et~no eoue1ueAuoo ItV "3 'pell¡¡~sU1 eq tt'B~S pe1~~'Bo eq o~ paol e~~ ~oJ e4'Bnbep1/ eZ1s '11 ~o a~-¡:M eðna~ 31 'ON 'P'BOl 8A-¡:sseoxe U'B esnB~ o~ Åle~11 S1 ~-¡:no~10 e uo s4el~no JO se-¡:~es ~o ~el4no ÀU¡¡ e~e~M ~o '~'B9~lJ S1 qe14no e~4 o~ teu'Bd u014nq-¡:~~s-¡:p elj~ mO~J e~u'B4s'Çp 9lj~ e~et¡/A "e~n'B~ '171 "0" eq tr8~S ez-¡:s e~-¡:M mnm-¡:un¡ "I 's~1no~1D ~OU'B~8 'D ... "~eS~'Bt ~o e~n~~ 8 ·o~ eq It~ljs lau¡¡d uo-¡:~nq1~4s1P e~4 04 u01~oeuuoo e01A~es ep1s~no e~4 mO.IJ se~1M '1 e01A~9S 'g "~o~oedsuI dU-¡:Pl-¡:ng elj~ Äq peAo~ddB J-¡: pesn eq Ä~m SI'B-¡:~94'Bm pesn a conspicuous place on the buildinp covered by the permit and remain until all work is completed. Upon completion of any dwelling a certificate of completion .. and occupancy will be issued by the Building Inspector and said certificate must be issued before the building is occupied. SECTION T PENALTY FOR VIOLATION 1. Any and all persons who shall violate any of the provisions of this ordinance or shall fail to com~ly therewith, or who shall violate or shall fail to comply with any order or regulation made thereunder, or who shall build in violation of any detailed st.atement of specifications or plans submitted and approved shall severally forfeit and pay a penalty in the sum of $25.00. The imposition of one penalty for any violation " of this ordinance shall not excuse the violation or permit it to continue; and all such persons shall be required to correct or remedy such violations or defects within a reasonable time; when not otherwise specified, each ten days that prohibited conditions are maintained shall constitute a separate offense. The application of the aOQve penalty shall not be held to prevent the enforced removal of prohibited conditions. SECTION U REPEAL OF CONFLICTING ORDINrlNCES 1. All ordinances and parts of ordinances inconsistent herewith are hereby repealed. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PASSED 3Y 'l'HE CITY COUNCIL AT I.t'S REGULAR MEETING HELD ON THE 2..)\') DAY OF \:\~{l\,- , A. D., 194&. ~ - -Q. ~. Q&ÁA) City Clerk ~~~'~'..,' ';, ""t.'''''' >.- - . ." ~- . ..._ ~.' ~ . ."v-;p President 4!'f, City Counci~ .:;:, ..~' J ~ ,: ~ ,-, '- c' '1 ....1',. ~. ...... .;.'" ~-...,~~~S'>.~~ -S'~';" "'~ J ~ '~J ; ,~ c· '-- _' ~ ~ , ",' ,,-~ " ~ ~".. . ~ - ~ 1/, . "'~, ""'''~.. .""~ "=:<. . ~~'ð-" ; .'~ _ _ '_#i._-'::; _~;.. _ __ - - - - - - - - - - - - - - - - - RECEIV,:"D ,AND APPROVED JJY ME 'rRIS ~ DAY OF ~~ \t\ \... , A. D., 194b.~ Jf Z·"?lt ~~-~ l~ayor ,-